Shear Effect in Beam Stiffness Matrix
Publication: Journal of Structural Engineering
Volume 109, Issue 9
Abstract
Formulation of stiffness matrix, consistent geometric stiffness matrix and consistent mass matrix for a beam element, including shear effect by coupling transverse and shear angular displacement field is presented.
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References
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2.
Davis, R., Henshell, R., and Warburton, G. B., “A Timoshenko Beam Element,” Journal of Sound and Vibration, Vol. 22, No. 4, 1972, pp. 475–487.
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Severn, R. T., “Inclusion of Shear Deflection in the Stiffness Matrix for a Beam Element,” Journal of Strain Analysis, Vol. 5, No. 4, 1970.
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Tong, P., “New Displacement Hybrid Finite Element Models for Solid Continua,” International Journal for Numerical Methods in Engineering, Vol. 2, No. 1, 1970, pp. 73–83.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 109 • Issue 9 • September 1983
Pages: 2216 - 2221
Copyright
Copyright © 1983 ASCE.
History
Published online: Sep 1, 1983
Published in print: Sep 1983
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